THE  ONES  THAT  LAST  A  LIFETIME 


The  Union  Metal  Manufacturing  Co. 

Canton,  Ohio 


/ 


UNION 

METAL  COLUMNS 

“The  Ones  That  Last  a  Lifetime” 

for 

PORCHES,  PERGOLAS, 
INTERIORS 


PATENTS 

The  Union  Metal  Manufacturing  Company  is  the  sole 
manufacturer  of  Pressed  Metal  Columns  and  Lamp  Stand¬ 
ards  and  markets  these  lines  under  the  Trade  Names  of 
Union  Metal  Columns  and  Union  Metal  Lamp  Standards. 

Union  Metal  Columns  and  Union  Metal  Lamp  Standards 
and  the  machines  and  dies  used  in  their  manufacture  are 
covered  by  numerous  patents  and  pending  applications,  all 
of  which  are  owned  by  The  Union  Metal  Manufacturing 
Company,  Canton,  Ohio.  Any  infringements  will  be 
promptly  and  vigorously  prosecuted. 


The  Union  Metal  Manufacturing  Co. 

Canton,  Ohio. 


Catalog  No.  14 


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UNION  METAL  COLUMNS 


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To  the 
Architect 


The  value  of  the  column  as  a  decorative  and  structural 
element  is  not  a  matter  of  question  with  you. 

Perhaps  you  do  question,  however,  your  ability  to  se¬ 
cure  a  column  which  is  low  enough  in  cost  for  general 
use  and  which  at  the  same  time  protects  your  work 
against  disfigurement. 

If  so,  you  will  find  in  Union  Metal  Columns  the  solu¬ 
tion  to  your  problem. 


To  the 


Contractor 


The  architect  and  owner  of  a  building  rightly  expect 
you  to  assume  the  responsibility  of  purchasing  mate¬ 
rial  that  will  give  permanent  satisfaction. 

Where  columns  are  used  it  is  practically  impossible 
to  buy  wood  columns  that  will  not  sooner  or  later  show 
checking,  rotting  or  similar  defects.  This,  of  course, 
is  the  nature  of  wood,  but  nevertheless  the  owner  fre¬ 
quently  feels  that  you  are  in  some  way  responsible. 

You  are  absolutely  safe  from  such  complaints  when 
you  install  Union  Metal  Columns,  “the  ones  that  last 
a  lifetime.” 


To  the 


Owner 


If  the  design  of  your  building  calls  for  columns  take 
half  an  hour’s  time  to  look  over  some  of  the  wood  col¬ 
umns  in  your  neighborhood.  Examine  especially  the 
work  that  has  been  up  for  three  to  six  years. 

Then  if  you  want  to  protect  your  building  against 
splitting,  rotting  and  similar  blemishes,  talk  with  your 
architect  and  contractor  about  Union  Metal  Columns, 
“the  ones  that  last  a  lifetime.” 


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UNION  METAL  COLUMNS 


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Union  Metal  Columns  Offer  the  Architect  and  Builder 

Three  Essential  Features 


1.  Correct  Design.  The  columns  are  architecturally  correct.  They  have  entasis  and 

stopped  flutes  and  the  other  characteristics  which  mark  the  columns  of  the  an¬ 
cient  classical  orders. 

2.  Permanent  Construction.  They  are  so  constructed  that  they  cannot  split,  check, 

rot,  warp  or  open  at  the  joints — troubles  which  sooner  or  later  mar  every  wood 
column. 


3.  Reasonable  Cost.  They  cost  but  little  more  than 
wood  columns  and  can  therefore  be  used  on  any 
work  for  which  columns  are  desired. 

How  They  are  Made 

The  shafts  of  the  columns  are  made  from  22  gauge  open 
hearth  galvanized  steel.  This  steel  is  rolled  by  the  mills 
exclusively  for  the  manufacture  of  Union  Metal  products. 
It  is  tight  coated  with  spelter  which  adheres  perfectly  to 
the  metal  under  all  conditions  and  protects  it  from  action 
of  the  elements.  Shafts  up  to  and  including  a  base  diam¬ 
eter  of  14  inches  are  made  of  one  ply  No.  22  gauge  gal¬ 
vanized  steel.  All  shafts  over  14  inch  base  diameters  are 
made  of  two  ply  No.  22  gauge  pressed  and  fluted  together. 

The  shafts  are  fluted  and  pressed  into  shape  by  patented 
machinery  and  dies  designed  for  the  purpose. 

The  seams  of  Union  Metal  Column  shafts  are  securely 
locked  and  are  always  turned  on  the  inside  of  the  shaft. 

All  columns  except  designs  200,  700  and  240  (all  steel) 
are  supplied  with  ornamental  composition  capitals.  Refer¬ 
ence  to  accompanying  cross-section  shows  that  no  weight 
falls  upon  the  composition  capital  but  is  impressed 
through  cylindrical  steel  core  pin  directly  upon  the  steel 
shaft. 

Designs  200  and  700  are  supplied  with  cast  iron  capitals 
including  top  square  member.  Design  240  (all  steel)  has 
pressed  steel  capital  made  of  16  gauge  steel,  galvanized 
after  the  punch  press  operation,  thus  insuring  a  protecting 
coat  for  all  surfaces. 

All  bases  except  240  (all  steel)  are  made  of  best  grade 
cast  iron. 


3 


Cross-section  showing 
construction  details 


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UNION  METAL  COLUMNS 


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Prepared  for  Painting 

The  steel  shafts  are  painted  before  leaving  the  factory  with  a  coat  of  galvanized  iron 
primer.  The  cast  iron  parts  are  coated  with  high  grade  metalastic  paint.  This  com¬ 
pletes  the  protection  against  the  elements  and  furnishes  a  surface  on  which  the  finish¬ 
ing  coats  of  paint  can  be  applied  with  assurance  that  they  will  not  crack  or  peel. 

Load  Bearing  Strength 

Union  Metal  are  the  strongest  Architectural  Columns  manufactured.  The  principle 
of  their  construction — the  fluted  steel  cylinder,  is  in  accordance  with  the  best  en¬ 
gineering  practice;  it  insures  great  compression  strength  and  makes  Union  Metal 
Columns  several  times  stronger  than  wood  columns.  They  are  furnished  to  with¬ 
stand  all  normal  weight  without  reinforcement,  however,  where  an  abnormally  heavy 
pediment  or  weight  is  to  be  supported  they  may  be  reinforced  by  steel  “I”  beam  or 
tubular  steel  pole  passing  up  through  them  or  they  may  be  very  economically  filled 
with  concrete.  This  practice  is  usually  resorted  to  in  interior  work,  such  as  stores, 
colonnades,  hotel  lobbies,  etc.,  where  the  columns  are  called  upon  to  support  the  build¬ 
ing  and  at  the  same  time  perform  the  function  of  architectural  beauty. 

As  an  example  of  their  strength,  it  might  be  stated  that  none  of  the  columns  shown  in 
installations  in  this  book  have  been  reinforced  in  any  way. 

Entasis  and  Stopped  Flutes 

The  ancient  masters  of  architecture  who  designed  the  column  discovered  that  if  made 
with  a  perfectly  straight  taper  it  really  looked  to  the  eye  as  though  it  were  smaller  in 
the  middle  than  at  the  ends. 

To  correct  this  appearance  all  columns  were  made  with  a  slightly  modified  taper  which 

gave  an  outcurving  efifect  called  entasis. 

It  required  some  years  of  effort  to  per¬ 
fect  machinery  which  would  produce 
entasis  in  the  metal  column.  These  ma¬ 
chines  are  patented  and  are  used  exclu¬ 
sively  by  The  Union  Metal  Mfg.  Co. 

The  stopped  flute  is  another  characteris¬ 
tic  of  the  classical  column.  The  perfec¬ 
tion  of  this  detail  in  metal  columns  has 
also  involved  a  great  amount  of  work  and 
the  dies  for  this  purpose  are  protected  by 
letters  patent. 


4 


Remodeled  Residence,  L.  J.  WERNET, 
CANTON,  O. 


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Interiors 

Union  Metal  Columns  take  away  the  severity 
of  line  and  impart  an  air  of  elegance  and 
grace. 


Remodeling 

Union  Metal  Columns  give  new  beauty  to  old 
time  buildings  at  remarkably  low  expense. 
(See  Page  20) . 


The  Uses  of  Union  Metal  Columns 


PERGOLA,  MCDONALD’S  ROOF  GARDEN, 
SALT  LAKE  CITY,  UTAH 


INTERIOR  ELKS’  TEMPLE, 
BELLINGHAM,  WASH. 


Porches  and  Exteriors 

Union  Metal  Columns  give  a  touch  of  digni¬ 
fied  ornamentation  that  befits  the  entrance  of 
any  building. 


Pergolas 

Union  Metal  Columns  form  a  permanent 
structure  on  which  the  climbing  vines  and 
shrubbery  cannot  cause  blemish  or  decay. 


Residence,  JOHN  E.  CAIN, 
NASHVILLE,  TENN. 


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UNION  METAL  COLUMNS 


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Design  No.  212 
Roman  Corinthian 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 


Design  No.  230 
Greek  Ionic 
(Erechtheum) 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 


DETAILED  SPECIFICATIONS  GIVEN  ON  PAGE  TEN. 


Design  No.  237 
Modern  Ionic 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 


UNION  METAL  COLUMNS  are  made  in  all  sizes  up  to  36  inches  in  diameter  and  a  maximum  length  of 
32  feet.  Half  round  columns,  three-quarter  columns,  square  pilasters  and  corner  pilasters  are  manufactured 
in  all  sizes. 

WRITE  FOR  PRICE  LIST. 

6 


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UNION  METAL  COLUMNS 


Design  No.  219 
Italian  Composite 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 

DETAILED  SPECIFICATIONS  GIVEN  ON  PAGE  TEN. 


Design  No.  222 
Italian  Renaissance  Ionic 
(Scamozzi) 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 


Design  No.  213 
Temple  of  the  Winds 
Corinthian 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Cor.  Flute) 


UNION  METAL  COLUMNS  are  made  in  all  sizes  up  to  36  inches  in  diameter  and  a  maximum  length  of 
32  feet.  Half  round  columns,  three-quarter  columns,  square  pilasters  and  corner  pilasters  are  manufactured 
in  all  sizes. 


WRITE  FOR  PRICE  LIST. 
7 


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Design  No.  224 
Roman  Doric 
(Diocletian) 
Composition  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Doric  Flute) 


<t  Design  No.  200 

y  *  Plain  Doric 

Cast  Iron  Capital 
Attic  Base  (Cast  Iron) 
Steel  Shaft  (Doric  Flute) 


DETAILED  SPECIFICATIONS  GIVEN  ON  PAGE  TEN. 


Design  No.  700 
Greek  Doric 

Capital  Including  Top  Square  (Cast  Iron) 
Square  Base  Member  (Cast  Iron) 
Steel  Shaft  (Doric  Flute) 


UNION  METAL  COLUMNS  are  made  in  all  sizes  up  to  36  inches  in  diameter  and  a  maximum  length  of 
32  feet.  Larger  sizes  are  special  and  are  figured  upon  request. 

Half  round  columns,  three-quarter  columns,  square  pilasters  and  corner  pilasters  are  manufactured  in  all  sizes. 

WRITE  FOR  PRICE  LIST. 

8 


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UNION  METAL  COLUMNS 


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Our  Popular 
All  Steel  Design 

In  this  design  the  head  and  base  as 
well  as  shaft  are  made  of  pressed 
steel.  They  are  pressed  from  No. 
1 6  gauge  steel  and  are  galvanized 
after  the  punch  press  operation, 
thus  insuring  a  protecting  coat  for 
all  surfaces. 

This  all  steel  construction  gives 
strength,  durability,  clean  cut  lines 
and  decreased  weight  to  the  col¬ 
umn. 

Although  the  design  does  not  strict¬ 
ly  conform  to  the  classical  orders  of 
architecture,  it  is  extremely  popu¬ 
lar  on  account  of  its  simplicity. 

The  simple  design  serves  so  many 
purposes  where  a  more  ornamental 
column  might  appear  out  of  place 
or  where  the  cost  of  one  of  the 
classical  designs  might  be  consid¬ 
ered  high. 

The  large  demand  for  this  type  of 
column  allows  us  to  manufacture 
and  stock  it  in  large  quantities. 

Quantity  production  reduces  the 
cost  of  manufacture  to  a  point 
which  warrants  our  marketing  the 
all  steel  design  at  an  extremely 
reasonable  price. 

The  all  steel  column  is  supplied 
only  in  standard  stock  sizes, 
shown  in  detailed  specifications, 
page  io,  of  this  catalog. 


Design  No.  240 
All  Steel  Doric 

Steel  Capital  and  Base  Steel  Shaft  (Doric  Flute) 
Stock  Sizes  Only.  See  page  10 


DETAILED  SPECIFICATIONS  GIVEN  ON  PAGE  TEN. 

UNION  METAL  COLUMNS  except  Design  240  are  made  in  all  sizes  up  to  36  inches  in  diameter 
and  a  maximum  length  of  32  feet.  Half  round  columns,  three-quarter  columns,  square  pilasters  and  corner 
pilasters  are  manufactured  in  all  sizes,  except  that  square  pilasters  are  not  furnished  to  match  all-steel  design  240. 


WRITE  FOR  PRICE  LIST. 

9 


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UNION  METAL  COLUMNS 


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Detailed  Specifications 

Standard  Sizes 


Design 

No. 

Type 

Diam.  Base 
of  Shaft 

Diam.  Top 
of  Shaft 

Size  of  Square 
Base  Member 

Height  Overall 

212 

Roman  Corinthian 

8  in. 

64  in. 

10f  in. 

sq. 

Every 

10  “ 

8  “ 

13f  “ 

( i 

foot 

12  “ 

10  “ 

16  “ 

ft 

from 

14  “ 

12  “ 

18f  “ 

ft 

five 

16  “ 

12  “ 

20 J  “ 

ft 

feet 

18  “ 

14  “ 

23  “ 

fl 

to 

20  “ 

16  “ 

274  “ 

ft 

thirty 

22  “ 

18  “ 

28|  “ 

a 

two 

24  “ 

20  “ 

324  “ 

ft 

feet 

26  “ 

22  “ 

344  “ 

u 

28  “ 

22  “ 

37  “ 

14 

30  “ 

24  “ 

39  “ 

f k 

32  “ 

26  “ 

414  “ 

u 

34  “ 

28  “ 

43  “ 

a 

36  “ 

30  “ 

454  “ 

(( 

230 

Greek  Ionic  (Erectheum) 

Same  as  above 

Same 

Same 

Same 

237 

Modern  Ionic 

ft 

<< 

ft 

(( 

222 

Italian  Renaissance  Ionic 

( Scamozzi) 

if 

ft 

<  < 

it 

213 

Temple  of  the  Winds 

(Corinthian) 

ft 

“ 

u 

it 

219 

Italian  Composite 

ft 

i  < 

a 

if 

224 

Roman  Doric  (Diocletian) 

“ 

i  i 

» < 

it 

200 

Plain  Doric 

ft 

» 1 

U 

700 

Greek  Doric 

10  in. 

7\  in. 

124  in. 

sq. 

Every 

12  “ 

9  “ 

14|  “ 

U 

Foot 

* 

14  “ 

H  “ 

16f  “ 

44 

from 

16  “ 

12  “ 

I84  “ 

k  ( 

five 

18  “ 

14  “ 

204  " 

44 

feet 

20  “ 

15  “ 

23|  “ 

“ 

to 

22  “ 

17  “ 

254  “ 

(( 

thirty- 

24  “ 

18  “ 

274  “ 

u 

two 

26  “ 

20  “ 

30  “ 

k  ( 

feet 

28  “ 

22  “ 

324  “ 

u 

30  “ 

24  “ 

35  “ 

u 

32  “ 

24  “ 

37  “ 

k  < 

34  “ 

28  “ 

394  “ 

(i 

36  “ 

28  “ 

42  “ 

u 

240 

All  Steel  ( Doric) 

8  “ 

64  “ 

11  “ 

u 

Every 

10  “ 

8  “ 

134  “ 

(( 

Six  inches 

12  “ 

10  “ 

16  “ 

a 

5  ft- 

14  “ 

12  “ 

184  “ 

u 

to  10  ft. 

IMPORTANT 

(Note  Carefully) 

Half  round  columns,  three-quarter  columns,  square  pilasters,  and  corner  pilasters  are  made  in  all  sizes  to 
match  the  different  column  designs  listed  in  this  catalog.  Except  that  square  pilasters  are  not  furnished  to 
match  all-steel  design  No.  240. 

USE  UNION  METAL  COLUMNS 

“The  Ones  That  Last  a  Lifetime” 


10 


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UNION  METAL  COLUMNS 


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Representative  Installations  of 
Union  Metal  Columns 


Residence,  G.  W.  FELKER,  SR.,  MONROE,  GA. 


S.  D.  TROWBRIDGE,  ATLANTA,  GA„  Architect 


HpHE  final  word  regarding  Union  Metal  Columns  must  be  left  to  the  building 
A  public. 

The  installations  in  this  book  have  been  selected  because  they  represent  the  great  vari¬ 
ety  of  work  that  has  been  done.  The  builders  of  the  most  elaborate  homes,  churches, 
schools,  hospitals — have  found  Union  Metal  Columns  perfectly  adapted  to  their  needs. 
On  the  other  hand  the  cost  is  low  enough  to  meet  the  demand  of  the  builder  who  must 
practice  rigid  economy. 

The  location  of  these  different  buildings  also  indicates  the  wide  approval  which  Union 
Metal  Columns  are  receiving  from  architects,  contractors  and  builders  everywhere. 


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UNION  METAL  COLUMNS 


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Residence,  JAMES  McFARLAND,  CAMBRIDGE,  O. 


J.  F.  ORR,  Architect 


A  TERRACE  WITH  UNION  METAL  COLUMNS, 
WASHINGTON,  D.  C. 


Apartment  House  for  I.  WEIL,  MONTGOMERY,  ALA. 

C.  E.  DIRMEYER,  Architect  S.  K.  FLEMING,  Contractor 


AUDITORIUM  (now  under  construction),  FROM  ARCHITECT’S  PERSPECTIVE  SKETCH,  ROANOKE,  VA. 

H.  M.  MILLER,  Architect 

12 


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UNION  METAL  COLUMNS 


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iiiiiiiiiiiiiiiiiiiiiiiiiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuuu 


WOODLAND  HOSPITAL,  MOBERLY,  MO. 


LUDWIG  ABT,  Architect 


FIRST  CHURCH  OF  CHRIST  SCIENTIST, 
CANTON,  O. 

WHITE  &  CHRISTIE,  Architects, 
CHICAGO,  ILL. 


Equipped  with  Union  Metal  Entrance 
Standards  as  well  as  Union 
Metal  Columns 


Residence,  J.  E.  OMWAKE, 
GREENCASTLE,  PA. 

HARRY  YESSLER,  Architect 

JACOB  SHANK,  Builder 


13 


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Residence,  JOHN  E.  CAIN,  NASHVILLE,  TENN. 


HARRY  J.  FRAHN,  Architect 


Residence,  R.  E.  McCLAYTON,  CANTON,  O.  Private  Plans 


Residence,  DR.  G.  A.  KELLEY,  CANTON,  O.  Private  Plans 
G.  W.  BRANT,  Contractor 


WOODSTOCK  COUNTRY  CLUB  (Under  Construction) 

MASTEN  LUMBER  CO.,  Contractors  FREDERICK  WALLICK,  Architect 


14 


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Residence,  L.  P.  WALKER,  SPARTANBURG,  S.  C. 


J.  FRANK  COLLINS,  SPARTANBURG,  Architect 


Residence,  DR.  L.  W.  HUMPHREYS,  HUNTINGTON,  W.  VA. 
Private  Plans 


Union  Metal  Mfg.  Co.,  Huntington,  W.  Va.,  Jan.  19,  1916. 

Canton,  O. 

Gentlemen : 

I  am  sending  a  poor  picture  of  my  home,  showing  columns  you  fur¬ 
nished. 

I  found  the  Union  Metal  Columns  to  be  exactly  as  represented. 

It  is  a  pleasure  to  deal  with  people  you  can  depend  on,  and  if  I  ever 
wit  J?n(*  use  c°lumns  they  will  certainly  come  from  the  Union 

Metal  Mfg.  Co.,  for  I  now  know  your  goods. 

Next  summer  I  am  going  to  make  a  good  picture  of  the  house,  and 
will  send  one  to  you.  Yours  truly, 

L.  W.  HUMPHREYS. 


Residence,  GEO.  CABOT  LODGE,  WASHINGTON,  D.  C. 

Wood  Columns  replaced  after  having  been 
in  use  only  four  years 


15 


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Mortuary,  N.  A.  STEVENS,  ALTOONA,  PA. 


D.  C.  PUDERBAUGH,  Architect 


Pergola,  McDONALD’S  ROOF  GARDEN, 
SALT  LAKE  CITY,  UTAH 
HEADLUND  &  KENT,  Architects 


Pergola,  CLARENDON  ROOF  GARDEN,  NEW  YORK  CITY 
HENRY  ERKINS,  Architect 


Residence,  H.  HORN,  JR.,  INDIANAPOLIS,  IND. 

M.  L.  CARR,  Architect  HENRY  OSTROM,  Contractor 


16 


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UNION  METAL  COLUMNS 


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STATE  HOSPITAL,  FULTON,  MO. 


Remodeled  under  supervision  of  M.  FRED  BELL,  State  Architect 


Residence,  W.  CALVIN  WELLS,  JACKSON,  MISS. 
OVERSTREET  &  SPENCER,  Architects 


Residence,  LLOYD  G.  FORD,  SYRACUSE,  N.  Y. 
MELVIN  L.  KING,  Architect  P.  Y.  HAWLEY,  Builder 


MATOACA  HIGH  SCHOOL,  near  PETERSBURG,  VA. 
RICHARD  A.  MUNDEN,  Architect 


Residence,  E.  J.  CHRISTMAN,  CANTON,  O. 
E.  P.  EPPERSON,  Architect 


17 


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UNION  METAL  COLUMNS 


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. . II . . . Ill . Hill . . . mi . . . . 


EPISCOPAL  HIGH  SCHOOL,  ALEXANDRIA,  VA. 


F.  H.  BROOKE,  Architect 


Residence,  W.  C.  GRAFF,  ESQ.,  LEBANON,  PA. 
J.  H.  GREINER,  Contractor 

Wood  Columns  Replaced 


Residence,  T.  J.  HARWELL,  PETERSBURG,  VA. 
S.  DALEY  CRAIG,  Architect 


Residence,  MRS.  JOHN  T.  SULLIVAN,  ST.  ALBANS,  VT 
P.  E.  SULLIVAN,  Architect  and  Builder 


IS 


Residence,  MRS.  A.  M.  BRANNON,  COLUMBUS.  GA. 

T.  F.  LOCKWOOD,  Architect  W.  C.  WHITAKER,  Contractor 


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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIID 


UNION  METAL  COLUMNS 


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Residence,  EDWIN  E.  BUSZARD,  SYRACUSE,  N.  Y. 
EDWIN  E.  BUSZARD,  Builder 


UNITED  STATES  WEATHER  BUREAU, 
CLIFTON,  CINCINNATI,  O. 

DES  JARDINS  &  HAYWARD,  Architects 


Residence,  GEO.  T.  STAEBLER,  TOPEKA,  KAN. 
C.  D.  CUTHBERT,  Architect 


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aiiiiiiiiiiiiiiMiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiio 


UNION  METAL  COLUMNS 


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aiiiiimiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiinniiiiiiiiiiiiiiiiiii 


Remodeling  With  Union  Metal  Columns 

There  is  scarcely  a  number  of  the  architectural  or  building  magazines  published  which 
does  not  describe  some  old  time  building  which  has  been  remodelled  into  a  beautiful 
modern  structure. 

Union  Metal  Columns  have  been  used  to  great  advantage  in  this  kind  of  work.  The 
plain  unattractive  square  lines  of  the  early  architecture  needed  the  relief  and  contrast 
afforded  by  the  classical  column.  The  addition  of  porches  and  balconies  also  serves 
the  same  purpose. 

There  is  a  wide  field  here  for  the  architect  and  builder  to  develop.  There  are  many 
people,  who  would  much  prefer,  because  of  associations  or  sentiment  to  remodel  some 
old  time  homestead,  school  or  church  than  to  build  a  new  one.  The  illustrations  here¬ 
with  show  the  effects  that  can  be  obtained  at  little  expense  by  using  Union  Metal 
Columns  and  such  illustrations  as  this  will  be  of  aid  to  the  architect  and  builder  in 
making  suggestions  to  prospective  clients. 


WORN  OUT  WOOD  COLUMNS  REPLACED  BY 
UNION  METAL  COLUMNS  AT  BALDWINSVILLE,  N.  Y. 


Replacement  of  Columns 

Every  building  where  wood  columns  have 
been  used  will  be  a  prospect  for  Union 
Metal  Columns  sooner  or  later,  because  of 
splitting,  checking,  rotting,  warping  and 
other  troubles. 

No  owner  of  such  a  building  will  readily 
consent  to  have  his  columns  replaced  with 
other  columns  which  will  soon  be  in  the 
same  state  of  repair.  Union  Metal  Col¬ 
umns  will  replace  the  wood  and  the  owner 
can  be  assured  that  the  new  columns  will 
last  as  long  as  the  building  itself. 


BEFORE  REMODELING 

Residence,  JUDGE  J.  C.  EGGLESTON,  FRANKLIN,  TENN. 


20 


AFTER  REMODELING 

Residence,  JUDGE  J.  C.  EGGLESTON,  FRANKLIN,  TENN. 
D.  ANDERSON  DICKEY,  NASHVILLE,  TENN.,  Architect 


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UNION  METAL  COLUMNS 


BEFORE  REMODELING 


Residence,  L.  J.  WERNET,  CANTON,  O. 


BEFORE  REMODELING 


AFTER  REMODELING 

Residence,  DR.  GEO.  M.  STITES,  WILLIAMSTOWN,  PA. 
WM.  DOUDEN,  Architect 


21 


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UNION  METAL  COLUMNS 


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<iiiiitiiiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiitiiiiiiiiiiiiiiiiiiiiiiiiiiiiimiiiiiiiiiiiiiiiiiiiiiiiii 


Union  Metal  Columns  Give  Contrast 


AS  it  is 


In  the  brick  building  Union  Metal  Columns  are  especially  desirable  because  of  the 
contrast  they  make  with  the  darker  walls  of  brick. 

The  two  illustrations  show  the  great  improvement  made  in  a  brick  house  by  replacing 
the  brick  piers  or  columns  with  Union  Metal  Columns.  The  large  white  columns 
stand  out  in  bold  relief  against  the  background,  adding  a  touch  of  ornament  that  is 
very  much  needed. 

There  is  no  architectural  precedent  for  the  use  of  the  brick  pier.  It  was  never  used 
in  any  of  the  famous  buildings  of  ancient  times,  although  brick  was  freely  employed  in 
the  construction  of  many  of  them. 

There  is  no  question  of  the  desirability  of  brick  for  the  walls  of  the  house  both  from 
the  standpoint  of  beauty  and  safety,  but  it  is  entirely  out  of  keeping  when  used  in 
place  of  the  graceful  classical  column. 

Union  Metal  Col¬ 
umns  Have 
Unbroken  Lines 

The  illustration  presents  an  exam¬ 
ple  of  columns  which  do  not  give 
the  right  architectural  effect.  The 
prominent  mortar  joints  and  dis¬ 
colored  blocks  in  these  terra  cotta 
columns  mar  the  appearance  of 
the  entire  structure. 

Contrast  these  columns  with  the 
graceful  symmetrical  fluted  col¬ 
umns  shown  on  other  buildings  in 
this  book. 


22 


THE  BROKEN  LINES  MAR  THE  EFFECT 


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UNION  METAL  COLUMNS 


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Jiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 


To  Erect  Balcony  on  Union  Metal  Columns 


Method  No.  /— Where  a  normal  weight  is  to  be 
suspended,  that  is,  where  the  second  floor  joist  ex¬ 
tends  out  from  the  building  or  where  the  balcony 
supporting  joist  is  tied  into  the  building  the  columns 
are  equipped  at  our  factory  with  steel  angle  mem¬ 
bers.  These  angles  are  rigidly  fastened  to  the  steel 
columns  and  the  extension  angle  used  to  support  the 
joist  is  drilled  so  that  heavy  screws  or  spikes  may  be 
admitted  to  hold  the  wood  joist  member. 


Method  of  Attaching  Awning  Hooks 
to  Union  Metal  Columns 


No.  i  represents  a  Diamond  Twin  Bolt.  It  is  shown 
separate  from  awning  hook  to  give  an  idea  of  how 
it  is  inserted  in  its  original  form  into  the  column. 
No.  2  shows  it  inserted  through  the  awning  hook 
and  column.  It  is  partly  pressed  together  on  the 
outside  and  is  opening  up  on  inside  as  indicated  by 
dotted  lines. 

No.  3  shows  twin  bolt  pressed  together  on  outside 
and  separated  on  inside  so  that  the  inside  lugs  bear 
against  the  inside  of  shaft.  In  this  position  the  nut 
is  placed  on  twin  bolt  and  tightened.  Each  awning 
hook  is  held  to  column  by  two  of  the  twin  bolts. 
Other  sketch  shows  awning  hook  and  supporting 
rod  in  place. 


Method  No.  2 — 

Where  extremely  heavy 
weights  are  to  be  sus¬ 
pended  we  cut  a  sec¬ 
tion  out  of  the  steel 
columns  at  the  proper 
heights,  as  indicated  on 
architect’s  plans.  This 
admits  the  balcony 
floor  supporting  mem¬ 
bers  into  the  steel  col¬ 
umns  and  the  weight 
is  supported  by  timbers 
( 6"  x  6"  or  8"  x  8", 
etc.)  as  shown  in  draw¬ 
ing.  Contractor  in¬ 
serts  supporting  timber 
when  columns  are  be¬ 
ing  erected. 

A  Iternative  —  W  hen 
abnormally  heavy 
weights  are  to  be  sus¬ 
pended  by  the  whole 
column,  it  is  customary 
to  run  a  heavy  timber 
(8"x  8"  or  io"  x  io",  etc.)  from  bottom  to  top.  If 
balcony  is  to  be  suspended  we  cut  section  out  of 
column  at  specified  height.  Balcony  supporting  joists 
enter  through  this  opening  and  are  mortised  into  the 
sides  of  the  upright  supporting  timber. 

To  Erect  Balustrade  and  Porch  Rail 
With  Union  Metal  Columns 


Cut  ends  of  rail  to  fit  the  flutes  in  column,  using 
care  to  make  length  of  rail  exact  distance  between 
columns  at  point  somewhat  above  the  final  resting 
point.  The  taper  of  the  columns  will  admit  the  rail 
above  this  point,  and  permit  it  to  be  forced  down  to 
the  proper  point.  The  steel  flutes  will  then  hold 
the  rail  secure. 

To  prevent  lower  rail  and  balustrade  being  raised 
after  setting,  block  may  be  nailed  between  lower  rail 
and  floor. 


23 


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UNION  METAL  COLUMNS 


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Lily  Pond,  Residence,  FERD  J.  ZETTLER,  CANTON,  O. 


Other  Union  Metal  Specialties 

Entrance  Standards,  Wall  Brackets,  Exterior  Newels, 

Garden  Fixtures 

In  addition  to  manufacturing  Union  Metal  Columns,  this  Company 
makes  a  large  line  of  other  fixtures  for  exterior  and  landscape  deco¬ 
ration. 

This  typical  installation  gives  some  idea  of  our  varied  line. 

These  fixtures  are  fully  described  and  illustrated  in  our  catalog 
No.  S-102  copy  of  which  will  be  sent  upon  request  to  any  one 
interested  in  this  work. 

We  are  also  the  largest  manufacturers  in  the  world  of  “White  Way” 
street  Lighting  standards  for  business  districts,  Parks  and  Boulevards. 
Catalog  No.  S-103  fully  describes  our  “White  Way”  standards. 

Union  Metal  Columns  and  Union  Metal  Lamp  Standards  were 
given  the  Highest  Award  by  The  Superior  Jury  of  Awards  at 
the  Panama-Pacific  International  Exposition  at  San  Francisco. 


24 


